Research Article
Adsorption Characteristics and Transport Behavior of Cr(VI) in Shallow Aquifers Surrounding a Chromium Ore Processing Residue (COPR) Dumpsite
Table 1
Constants and coefficients of kinetic models.
| Aquifers | Pseudo-first-order kinetics | Pseudo-second-order kinetics | Elovich model | Intraparticle diffusion model | | | | | k1 (min−1) | Qe (mg/g) | R2 | k2 (g/mg·min) | Qe (mg/g) | R2 | α (mg/g·min) | β (g/mg) | R2 | a | ki (mg/g· min1/2) | R2 |
| Clay | 0.0215 | 0.83 | 0.455 | 0.1382 | 1.27 | 0.996 | 16.49 | 0.1845 | 0.912 | 0.6252 | 0.0380 | 0.775 | Silty clay | 0.0281 | 1.49 | 0.828 | 0.0376 | 1.02 | 0.998 | 3.575 | 0.1815 | 0.990 | 0.3231 | 0.0384 | 0.889 | Silt | 0.0276 | 0.82 | 0.617 | 0.0246 | 0.87 | 0.995 | 2.679 | 0.1713 | 0.930 | 0.2652 | 0.0334 | 0.753 |
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